Laserfiche WebLink
I• <br />0 <br />0 <br />r <br />O <br />N <br />2 <br />5D- <br />35'-0" <br />L31_0II .. 121-0II <br />15'-0" <br />3 l2" GONG. SLAB ON <br />6RADE (2500 PSI <br />MIN.) N/ 6x6—W1.4xW1.4 <br />MESH OR FIBER MESH I — 12" WIDE GONG. <br />ON 615% GOMPAGTED I w I TURNDOWN EXTENDED <br />FILL OR VIRGIN SOIL. I MIN. 12" BELOW 6RADE <br />I <br />HUNT 2 I I 2 <br />5D—I I Ci <br />5D—I 3 y2STEP SD —I I 5D—I <br />10-0" 6'-4" 18'-8" — <br />I <br />• I FRENGH DOOR I <br />REGE55 PER <br />• <br />MANUFAGTURERS <br />INSTRUGTION <br />I <br />I <br />CONCRETE SLAB: <br />3 Y2" GONG. SLAB ON <br />6RADE (2500 P51 MIN.) N/ <br />6x6—W1.4xW1.4 MESH OR <br />FIBER MESH OVER (9 MIL. <br />POLY ON q5% GOMPAGTED <br />FILL OR VIR61N SOIL. <br />NOTE: REFER TO BLOGK <br />I PLAN FOR ALL DOWEL <br />' LOCATION DIMENSIONS. <br />i <br />I � I• <br />I <br />I <br />I I <br />I <br />I I I• <br />1 � 1—op <br />011 1 1-0 11 <br />I SDI ' <br />„ r �%2-H-STEP-� • <br />_Q) — 3 /2 STEP l <br />RE <br />6 1 4 <br />I <br />' I 6ARA6E SLAB <br />I <br />3 Y2" GONG. SLAB ON 6RADE <br />— — I (2500 P51 MIN.)' N/ 6x6—W1.4xW1.4 I ' <br />• • MESH OR FIBS ' MESH OVER 6 <br />2 <br />5D—I <br />• <br />3 <br />SD —I <br />5 <br />5D- <br />MIL. POLY ON 15% GOMPAGTED <br />FILL OR VIR61N SOIL. <br />I N � I • <br />' W <br />L---------- ----J <br />• • • • <br />2 <br />5D- <br />5 <br />5D—I <br />I• <br />0 <br />c� <br />LEGEND <br />• ® INTERIOR BEARIN6 HALL <br />• - - - BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF SHEARHALL <br />EXTENT OF OVERFRAMIN6 <br />«- - - --_--INDIGATE5 1/8"A" 5AH GUT CONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />(SEE NOTES) <br />J L METAL HANGER <br />INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />BLOGKIN6 UNDER P05T OR JAMB ABOVE. <br />REFER TO S-O.O FOR TYPICAL <br />STRUCTURAL NOTES � SGHEDULES <br />e y <br />• T � <br />pia^ <br />� L <br />.� <br />e <br />0110 N ,"'' <br />DEC z z zoz <br />©,copyright : MULHERN & KULP <br />Structural Engineering, Inc. <br />0 CD <br />z <br />JLU <br />W <br />W <br />z <br />o <br />CD <br />z <br />w <br />oa. <br />� <br />Q <br />Z= <br />Q8 <br />F— <br />U <br />03 <br />m E <br />Q <br />Z <br />W <br />-,amo <br />Y CP <br />otwo <br />m <br />y <br />W <br />L6 <br />C N <br />cc <br />ch a <br />IV <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />J.SB <br />drawn by: <br />DJ R <br />issue date: 12-1 6-2 1 <br />REVISIONS: <br />date: initial: <br />sheet: <br />d <br />J <br />o_ <br />0 <br />W <br />L- <br />O <br />ui <br />O <br />" <br />z <br />ail <br />a. <br />W <br />U) <br />Ld <br />Q <br />11 W <br />J J <br />a <br />5'-0" <br />35'-0" <br />s <br />5D- <br />5LAE3 PLAN <br />SCALE: 1/4"=1'-0" (22x34 SHEET) <br />SCALE: I/6"=1'-0" (IlxI1 SHEET) <br />Fm I . 0 <br />